[Amended 12-20-2005 by Ord. No. 2005:31; 12-20-2005 by Ord. No. 2005:32; 12-20-2005 by Ord. No. 2005:33]
Any streets, highways, alleys and other public
lands or places, within or without the Township, may be used and occupied
for the construction and maintenance of the following public improvements,
as authorized by N.J.S.A. 40A:26A-1 et seq.: main sewer, lateral sewer,
intercepting sewer, system of sewers, sewer outlets, filtration beds,
sewage treatment or disposal plants or works, sewage receptacles,
pumping stations or any or all such improvements, and such other erections,
works, establishments and fixtures as may be required to provide proper
sewerage and drainage for the Township.
[Amended 12-20-2005 by Ord. No. 2005:31]
In order to assure the proper disposal of sewage
and waste waters and the proper operation and maintenance of the public
sewers, sewage treatment plant and other sewage works within the Township
and to provide an adequate record of sewers, drains, appurtenances
and connections thereto, the following regulations are enacted by
the Township under the authority of N.J.S.A. 40:26A-1 et seq.
[Amended 12-20-2005 by Ord. No. 2005:31]
The Division of Sewers in the Department of
Municipal Utilities shall be known as the "Sewer Department."
As used in this chapter, the following terms
shall have the meanings indicated:
ATTORNEY
The duly appointed attorney of the Township.
BOD (denoting biochemical oxygen demand)
The quantity of oxygen utilized in the biochemical oxidation
of organic matter under standard laboratory procedure in five days
at 20º C., expressed in mg/l (milligrams per liter) by weight.
BUILDING DRAIN
That part of the lowest horizontal piping of a building sanitary
system that receives the discharge from the sanitary waste pipes inside
the walls of the building and conveys it to the property owner's connection,
beginning five feet outside the inner face of the building wall.
CHLORINE DEMAND
The amount of chlorine which must be added to water or waste
to produce a residual chlorine content of at least 0.1 mg/1 after
a minimum contact time of 10 minutes.
CLERK
The duly appointed Township Clerk of the Township.
ENGINEER
The duly appointed Engineer of the Township or his authorized
deputy, inspector, agent or representative.
GARBAGE
Solid wastes from the preparation, cooking and dispensing
of food and from the handling, storage and sale of produce.
HEALTH OFFICER
The duly appointed Health Officer of the Township or his
authorized deputy, inspector, agent or representative.
HOUSE CONNECTION
The pipe laid incidental to the original construction of
a public sewer from the public sewer up to two feet inside the curbline
of the street, highway or similar location, and there capped, having
been provided and intended for extension and for use at some time
thereafter as part of a property owner's connection.
INDIVIDUAL SEWAGE DISPOSAL FACILITY
Includes every privy, privy vault, septic tank, cesspool
or any other facility located on the premises intended or used for
the disposal of sewage.
LICENSED PLUMBER
Either an individual, partnership or corporation to whom
the Office of Health has issued a license to practice plumbing in
the Township during the period when such license is valid.
[Amended 12-20-2005 by Ord. No. 2005:31]
NATURAL OUTLET
Any outlet into a watercourse, pond, ditch, lake or other
body of surface or groundwater.
pH
The logarithm of the reciprocal of the weight of hydrogen
ions in grams per liter solution.
PROPERLY SHREDDED GARBAGE
Garbage which has been shredded so that no garbage particles
will be greater than 1/2 inch in any dimension.
SEWER
The pipe or conduit, together with manholes and other structures
or equipment appurtenant thereto, provided to carry sewerage and waste
liquids. Sewers shall further be classified as follows:
[Amended 12-20-2005 by Ord. No. 2005:32]
A.
PUBLIC SEWERA trunk, main or lateral sewer up to and including the Y-branch or tee provided for connection thereto and to which all owners of abutting properties have equal rights and which is controlled by public authority. The public sewer shall include the house connection but does not include the property owner's connection.
B.
SANITARY SEWERA sewer which carries only sanitary sewerage and to which stormwater, subsoil drainage and cooling water are not intentionally admitted.
SEWERAGE
Waste water or water-carried wastes from residences, business
buildings, institutions and industrial establishments. Sewerage shall
be further classified as follows:
[Amended 12-20-2005 by Ord. No. 2005:32]
A.
COOLING WATERIncludes the waste water from air-conditioning, industrial cooling, condensing and hydraulically powered equipment or similar apparatus.
B.
DOMESTIC or SANITARY SEWERAGEThe solid and liquid wastes from toilet and lavatory fixtures, kitchens, laundries, bathtubs, shower baths or equivalent plumbing fixtures as discharged from dwellings and business and industrial buildings.
C.
INDUSTRIAL SEWERAGE or WASTESIncludes the water-carried wastes of any industrial process as distinct from domestic or sanitary sewerage. All substances carried in industrial wastes, whether dissolved, in suspension or mechanically carried by water, shall be considered as industrial wastes.
D.
SUSPENDED SOLIDSSolids that either float on the surface of or are in suspension in water, sewerage or other liquids and which are removable by filtering as prescribed in Standard Methods for the Examination of Water, Sewage and Industrial Waste, American Public Health Association.
SEWERAGE TREATMENT PLANT
Any arrangement of devices and structures used for treating
sewage, including but not limited to compact sewerage treatment plants
and municipal treatment plants.
SEWERAGE WORKS
All facilities for collecting, pumping, treating and disposing
of sewage or waste water.
SEWER SUPERINTENDENT
The person duly designated to have supervision of the operation
and maintenance of the Division of Sewers within the Department of
Municipal Utilities.
STORM SEWER or STORM DRAIN
Pipeline carrying stormwater or subsoil drainage, including
inlets and manholes.
[Added 12-20-2005 by Ord. No. 2005:32]
STORMWATER
Includes the runoff or discharge of rain and melted snow
or other water from roofs, surfaces of public or private lands, swimming
pools or elsewhere. Stormwater also shall include subsoil drainage.
[Added 12-20-2005 by Ord. No. 2005:32]
SUBSOIL DRAINAGE
Includes water from the soil percolating into subsoil drains
and through foundation walls, basement floors or underground pipes.
[Added 12-20-2005 by Ord. No. 2005:32]
WATERCOURSE
A channel in which a flow of water occurs, either continuously
or intermittently.
No person shall discharge or cause to be discharged
into any public sewer, either directly or indirectly, any overflow,
effluent or cleanings from a septic tank, cesspool, subsurface drainage
trench, bed or filter or other receptacle storing organic waste nor
shall any overflow, effluent or cleanings from a septic tank, cesspool,
subsurface drainage trench, bed or filter or other receptacle storing
organic waste be deposited or treated in the Township sewerage treatment
plant.
Connections, alterations or repairs to any public
sewer or the manholes or other appurtenances of the sewer system in
the Township shall not be made by any person without a permit issued
by the Sewer Department. No unauthorized person shall open the cover
of, enter or alter any manhole or other appurtenance of any public
sewer; place or insert in any public sewer or its appurtenances any
foreign material which the sewer or its appurtenances was not intended
to receive; nor shall any person damage, destroy, uncover, deface
or tamper in any way with any public sewer or its appurtenances.
Those authorized to perform sewer work. Only
the following person or persons shall construct, repair, alter or
remove building drains, property owner's connections or make connections
therefrom to a public sewer:
A. Regular forces of the Township or a contractor employed
by the Township;
B. Any person who shall have been licensed by the Office
of Health to perform work of this type during the period provided
by the license and under the conditions of the license. Such persons
shall be called "licensed drain layers"; however, it is not the intent
of this section to restrict the usual work of licensed plumbers or
others working in accordance with any local plumbing and building
codes. Only licensed plumbers shall work on pipes within and not more
than five feet outside the walls of any structure, provided that no
connection to a public sewer shall be made by such persons without
a permit from the Sewer Department irrespective of the distance of
the public sewer to the structure in question. All drains shall be
connected by licensed plumbers and others in conformity with the requirements
of these regulations as to what may or may not be discharged into
public sewers.
[Amended 12-20-2005 by Ord. No. 2005:31]
The following requirements of this section shall apply to any person licensed to do sewer work and who has a sewer permit to do such sewer work as provided in §§
329-9 and
329-10 of these regulations:
A. Old building sewers. Old building sewers may be used
and connected to a public sewer when serving new buildings only when
they are found on examination or test by the Sewer Superintendent
to meet all requirements of this section. The Sewer Superintendent
may require where indicated the uncovering of old sewers for inspection.
B. Separate property owner's connection. A separate and
independent property owner's connection provided for every building
unless authorized by special agreement with the Township Council.
C. Requirement for plumbing system. No building shall
be connected to a public sewer unless the plumbing system of the building
has a soil vent pipe extended to a point above the roof. The plumbing
inspector may require that no running trap, main house trap or other
device which might prevent the free flow of air throughout the whole
course of the building sanitary system, building drain and the soil
vent pipe will be allowed.
D. Requirements for property owner's connection. The
property owner's connection shall be cast iron soil pipe; vitrified
clay sewer pipe; good quality concrete pipe, asbestos-cement pipe;
plastic pipe; or other suitable material approved by the Sewer Superintendent.
All pipe materials shall conform with the latest standard specifications
of the ASTM as approved by the Sewer Department. Any part of the property
owner's connection that is located within 10 feet of a water service
pipe shall be constructed of cast iron soil pipe with leaded joints.
Water service and property owner's connections shall be laid in separate
trenches. Cast iron pipe with leaded joints may be required by the
Sewer Superintendent where the property owner's connection is exposed
to damage by tree roots. If installed in filled or unstable ground,
the property owner's connection shall be of cast iron soil pipe, except
that nonmetallic material may be accepted if laid on a suitable concrete
bed or cradle as approved by the Sewer Superintendent. No property
owner's connection shall be located within five feet of a cellar drain
or groundwater drain unless pipe is of cast iron with leaded joints.
E. Size and slope of property owner's connection. The
size and slope of the property owner's connection shall be subject
to the approval of the Sewer Superintendent, but in no event shall
the diameter be less than four inches. The slope of such four-inch
pipe shall be not less than 1/8 inch per foot.
F. Below level drains. In all buildings where the building
drain is too low to permit gravity flow to the public sewer, sewerage
or other waste waters carried by such drain shall be lifted by approved
artificial means and discharged to the property owner's connection
through a cast iron force main. All building drains, whether force
mains or gravity lines, shall be of cast iron soil pipe from the inner
face of the building wall to the point of connection with the property
owner's connection and shall be made gastight and watertight by a
method approved by the Sewer Superintendent.
G. Approval of excavations. All excavations required
for the installation of a building sewer shall be open trench work
unless otherwise approved by the Sewer Superintendent. Whenever possible,
the property owner's connection shall be brought to the building at
an elevation below the basement floor. No property owner's connection
shall be laid parallel to or within three feet of any bearing wall
which might thereby be weakened. The depth of the property owner's
connection shall be sufficient to afford protection from frost, and
in general such depth shall not be less than three feet below the
finished ground surface at all points. All property owner's connections
shall be laid at uniform grade and in straight alignment in so far
as possible. Changes in direction shall be made only with properly
curved pipe and fittings. Property owner's connections shall be laid
on firm, undisturbed soil or a suitable foundation; they shall be
located at a sufficient distance from other partial pipes to permit
alterations or repairs to any such pipes or the sewer pipe without
disturbing the other; they shall be well cleared inside after laying;
and they shall conform to all reasonable requirements for good construction.
Backfill placed over property owner's connections shall be done with
hand tools to a depth of at least one foot over the pipe, using fine
earth free from stones and rubbish. Backfill shall be well and carefully
tamped over the sewer. The open ends of property owner's connections
and building drains shall be kept closed or protected during construction
and during periods when work is suspended in order to exclude from
the public sewer all water or debris which might obstruct, damage
or otherwise be detrimental to the public sewer or sewerage works.
Abandoned property owner's connections or drains shall be likewise
promptly closed and sealed off from any public sewer at the expense
of the owner of the property.
H. Joints and connections. All joints and connections
for or between property owner's connections building drains shall
be made gastight and watertight to wit:
(1) Cast iron pipe joints shall be firmly packed with
oakum or hemp and filled with molten lead, Federal Specification QQ-L-156,
not less than one inch deep. Lead shall be run in one pouring and
caulked tight. No paint, varnish or other coatings shall be permitted
on the jointing material until after the joint has been tested and
approved.
(2) All joints in vitrified clay pipe, concrete pipe,
asbestos cement pipe, other approved pipe or between such pipes and
metals shall be made with rubber or similar gaskets. Hot poured jointing
materials or cement mortar shall not be approved.
(3) Any jointing materials other than those described in Subsection
H(1) and
(2) may be used only upon approval by the Sewer Superintendent.
(4) The connection of the property owner's connection
into the public sewer shall be made at the Y-branch if such branch
is available at a suitable location. If the public sewer is 12 inches
in diameter or less and no properly located Y-branch is available,
the owner shall, at his expense, install a Y-branch in the public
sewer at the location specified by the Sewer Superintendent. Where
the public sewer is greater than 12 inches in diameter and no properly
located Y-branch is available, a neat hole may be cut into the public
sewer to receive the house connection with entry in the downstream
direction at any angle of about 45º. A forty-five-degree ell
may be used to make such connection with the spigot end cut so as
not to extend past the inner surface of the public sewer. Where street
sewers are of asbestos cement sewer pipe, the connection may be made
with a cast iron saddle in the event that no fitting is available
on the street sewer. The invert of the house connection at the point
of connection to twelve-inch diameter sewers or larger shall be connected
to either match the center lines of such street sewers or be higher.
A smooth, neat joint shall be made and the connection made secure
and watertight by encasement in concrete. Special fittings may be
used for the connection only when approved by the Sewer Superintendent.
I. Notification of Sewer Superintendent. When the property
owner's connection trench has been excavated, the property owner's
connection repaired, altered or constructed and is ready for inspection
and connection to the public sewer, the Sewer Superintendent shall
be notified during regular working hours not less than 24 hours in
advance of the time when the connection to the public sewer is planned.
The connection of the property owner's connection to the public sewer
shall be made under the supervision of the Sewer Superintendent, and
a record of all the connections shall be kept by him. A written clearance
to backfill shall be given the drain layer at this time. If any person
constructs, installs, alters or repairs any property owner's connection
or drain connecting with a public sewer in the Township in violation
of this chapter or fails to give adequate notice to the Sewer Superintendent
for an inspection of the work, the Sewer Superintendent may order
all or any portion of the work to be uncovered for inspection and
approval.
J. Riser openings. Sewer inspection riser openings for
property owner's connections shall be placed at the end of the four-inch
house connection line. The riser shall be of cast iron, at least four
inches in diameter and shall be set up on a tee opening in the property
owner's connection (Y-connection not permitted), the tee to be encased
in concrete. The top of the riser shall be placed flush with the ground
surface encased in a two-foot-square by one-foot-deep concrete collar
block and shall be fitted with a brass screw cap.
K. Guarding of circulation. All excavations for sewer
installations shall be adequately guarded with barricades and lights
so as to protect the public from hazard.
L. Maintenance of connections. The house connections
shall be maintained by the Sewer Department. The property owner's
connection shall be maintained by the property owner.
M. Implication of Township ownership. The installation
of a public sewer system in any street, lane, road, etc., by the Township
or by others shall not imply Township ownership or acceptance of such
streets, lanes, roads, etc., unless and until they otherwise comply
with Township requirements for acceptance, ownership and maintenance.
N. Violation. If any person, after proper order or direction
from the Sewer Superintendent, fails to remedy any violation of this
chapter or of any other article of these regulations, the Sewer Superintendent
may disconnect the property owner's connection on the property where
the violation exists from the public sewer and may collect the cost
of making such disconnection from any person or persons responsible
for, or willfully concerned in or who profited by such violation of
the requirements of these regulations.
[Amended 12-20-2005 by Ord. No. 2005:32; 12-20-2005 by Ord. No. 2005:33]
A. Plans for method of ground drainage and sewerage disposal.
The developer of a property subdivision within the Township shall
submit to the Sewer Superintendent and to any other local or state
agency or officer having jurisdiction the proposed method of providing
for sewerage disposal in the development. The method proposed shall
be indicated on the tentative plat plan or separate plan showing gradient
and datum lines, together with specifications or descriptive information
so as to clearly indicate the functioning and construction of the
layout. A performance bond in the amount of the construction costs
estimate shall be posted by the developer with the Township Clerk
guaranteeing satisfactory performance of the developer's work. No
building permits shall be issued to any developer of subdivisions
until the sewerage disposal layout has been approved by the Sewer
Superintendent and by any other local or state agency or officer having
jurisdiction and until agreement has been entered into.
B. Construction of sewer laterals. In cases where a developer
of a property subdivision plans the construction of sewer laterals
in the streets of the development, the developer shall furnish at
the time the plans for such laterals as submitted for approval a maintenance
bond, issued by a bonding company acceptable to the Sewer Superintendent
and of a value of 5% of the estimated cost of the proposed sewers,
but in no case for less than $1,000, guaranteeing for a term of one
year the correction of any defects in the sewer system, including
leaks or excessive infiltration in the street sewers, manholes and
building sewers, upon written notice of such defects from the Sewer
Superintendent.
C. Sewerage pumping stations. In cases where a developer
of a property subdivision has received approval of Township Council
for the construction of a sewerage pumping station in conjunction
with a system of street sewers, the plans and specifications for such
pumping stations shall be submitted to and approved by the Sewer Superintendent
and by any state agency having jurisdiction prior to the construction
of the pumping station.
D. Backfill with unapproved material prohibited. The
installation of all sewer lines and their appurtenances shall not
be backfilled with unapproved material. Sand material shall be used
after approval for same is obtained and after written certification
of approval for the installation of the sewer line and their appurtenances
by the Sewer Superintendent or his authorized representative.
E. Position of riser openings. Sewer inspection riser
openings for property owner's connections shall be placed at the end
of the four-inch house connection line. The riser shall be of cast
iron at least four inches in diameter and shall be set up on a tee
opening in the property owner's connection (Y-connection not permitted),
the tee to be encased in concrete. The top of the riser shall be placed
flush with the ground surface encased in a two-foot-square by one-foot-deep
concrete collar block and shall be fitted with a brass screw cap.
[Amended by Ord. No. 96:29; Ord. No. 97:19; Ord. No. 98:6; Ord. No. 2000:30; Ord. No. 2001:08]
A. Single-family residential. The following sewer connection
fees for a three-or-more-bedroom single-family residential use are
hereby established for the following years:
[Amended 6-18-2002 by Ord. No. 2002:21; 2-25-2003 by Ord. No. 2003:05; 4-27-2004 by Ord. No. 2004:11; 1-11-2005 by Ord. No. 2004:38; 5-18-2010 by Ord. No. 2010:09; 9-20-2011 by Ord. No. 2011:17; 5-14-2013 by Ord. No. 2013:09; 9-26-2017 by Ord. No. 2017:23]
Year
|
Amount
|
---|
2017
|
$4,496.15
|
2013
|
$4,099.24
|
2011
|
$4,231.74
|
2010
|
$4,366.46
|
2005
|
$1,696.62
|
2004
|
$3,773.00
|
2003
|
$3,593.00
|
2002
|
$3,505.00
|
2001
|
$3,381.00
|
2000
|
$3,263.00
|
1999
|
$3,512.00
|
B. Uses other than single-family residential. Sewer connection
fees for other than three-or-more-bedroom single-family residential
shall be based upon a computation for utilizing the above charge multiplied
by the equivalent number of single-family units contributing the same
flow to the system and in accordance with the following standards:
(1) Design flow rate for one single-family dwelling with
three or more bedrooms is 135 gallons per day.
[Amended 4-17-2018 by Ord. No. 2018:03]
(2) The design flow rate for various types of establishments
as set forth in Schedule A shall be used to determine the equivalency factor for
the type of establishments listed therein.
(3) In any case where the design flow cannot be reasonably
established, using Schedule A as a guide, the Township shall determine
the design flow by such means as are, in its opinion, fair and equitable.
(4) The following facilities are exempt from the charges
imposed by this subsection:
(a)
Churches and other places of worship;
(b)
Facilities used solely by volunteer fire companies
and volunteer ambulance/first aid squads;
(5) If an exempt facility is converted to a use other
than one of those enumerated, the nonexempt use shall be subject to
a connection fee according to Schedule A.
C. Calculation of fee. The sewer connection fee shall
be calculated to reflect the actual cost of the physical connection
plus an amount computed in the following manner to represent a fair
payment toward the cost of the system:
(1) The amount representing all debt service, including
but not limited to sinking funds, reserved funds, the principal and
interest on bonds and the amount of any loans and the interest thereon,
paid by the Township to defray the capital cost of developing the
system as of the end of the immediately preceding budget year shall
be added to all capital expenditures made by the Township not funded
by a bond ordinance or debt for the development of the system as of
the end of the immediately preceding budget year.
(2) Any gifts, contributions or subsidies to the Township
received from, and not reimbursed or reimbursable to, any federal,
state, county or municipal government or agency or any private person,
and that portion of amounts paid to the Township by a public entity
under a service agreement or service contract which is not repaid
to the public entity by the Township shall then be subtracted.
(3) The remainder shall be divided by the total number
of service units served by the Township at the end of the immediately
preceding budget year, and the results shall then be apportioned to
each new connector according to the number of service units attributed
to that connector. In attributing service units to each connector,
the estimated average daily flow of sewage for the connector shall
be divided by the average daily flow of sewage to the average single-family
residence of three or more bedrooms in the area served by the Township
to produce the number or service units to be attributed.
D. Annual recomputing of fee. The sewer connection fee
shall be recomputed annually at the end of each budget year, and a
public hearing shall be held by the Township Council prior to its
adoption. The revised connection fee may be imposed upon those who
subsequently connect in that budget year to the system.
E. Payment required prior to connection. All sewer connection
fees as outlined under this subsection shall be paid to the Parsippany-Troy
Hills Township Utility prior to any connection being made to the Township's
system and/or prior to the issuance of a certificate of occupancy.
F. To the fullest extent authorized by law,
a property connected to the public sewer in the Township that does
not have a new physical connection to the public sewer but is subject
to an addition, alteration or change in use which materially increases
the demand from such property on the public sewer system shall be
assessed a new connection fee based upon the amount by which the increased
demand on the public sewer system exceeds the demand prior to the
addition, alternation or change.
[Added 12-17-2019 by Ord. No. 2019:69]
[Amended by Ord. No. 96:29; Ord. No. 97:19; Ord. No. 98:6; Ord. No. 2000:30; Ord. No. 2001:08; 5-14-2013 by Ord. No. 2013:09; 9-26-2017 by Ord. No. 2017:23]
Sewage flow for any given type of occupancy
varies widely depending on the nature of the occupancy. The following
chart lists values used to determine sewage flow for the types of
occupancies shown:
Type of Establishment
|
Measurement Unit
|
Gallons per Day
|
---|
House/Townhouse/
Apartment/Condo
|
|
|
1 Bedroom
|
Dwelling
|
67.50
|
2 Bedroom
|
Dwelling
|
101.25
|
3 Bedroom
|
Dwelling
|
135
|
Office/shopping center
|
Square foot
|
0.1
|
Hotels
|
Bedroom
|
75
|
Motels
|
Bedroom
|
60
|
Mobile van campground
|
Site
|
100
|
Schools
|
|
|
No cafeteria/showers
|
Student
|
10
|
Cafeteria/showers
|
Student
|
20
|
Restaurants
|
|
|
Average
|
Seat
|
35
|
Fast-food
|
Seat
|
15
|
Twenty-four-hour
|
Seat
|
50
|
Bars
|
Seat
|
20
|
Institutions
|
Bed
|
175
|
Nursing homes
|
Bed
|
125
|
Miscellaneous
|
|
|
Picnic parks
|
Person
|
10
|
Municipal buildings
|
Square feet
|
0.1
|
Banquet halls
|
Person
|
20
|
Assembly halls
|
Seat
|
3
|
Nonresident clubs
|
Member
|
35
|
Resident clubs
|
Member
|
75
|
Firehouse/first aid
|
Member
|
35
|
Laundromats
|
Machine
|
580
|
Gas stations
|
|
|
Service bays
|
Bay
|
50
|
Fill positions
|
Fill position
|
125
|
Mini markets
|
Square feet
|
0.1
|
Factory/warehouse
|
Employee
|
25
|
[Amended by Ord. No. 88:21]
No authorized person shall maliciously, willfully
or negligently break, damage, destroy, uncover, deface or tamper with
any structure, appurtenance or equipment which is part of a private
or public sewer system.
[Amended by Ord. No. 88:21]
The Manager, Engineer, Health Officer and other
duly authorized employees of the Township bearing proper credentials
and identifications shall be permitted to enter upon all properties
for the purpose of inspection, observation, measurements, sampling
and testing in accordance with this chapter.
[Amended by Ord. No. 88:21]
Any person found to be violating any provision of these regulations, except §
329-7, shall be served by the Township with written notice stating the nature of the violation and providing a reasonable time limit for the satisfactory correction thereof. The offender shall within the period of time stated in such notice permanently cease all violations.